R03 Det Sect 9-14_3
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- Words: 1,094
- Pages: 1
10
5
50
10 15
32
10
7 ø 8 L=141cm
10
40
10
1.10
50 10 10
30
30 2.70
5
6
10
15 30
60
43 4 ø 12
-0.35
1.10
40
-1.65
15
37 27 ø 8 L=85cm
30
-0.35
dop bitum
-0.60
10
-0.45
placa suport pardoseala b.a.- 10 cm folie polietilena 2mm strat repartitie - 10 cm umplutura compactata Ic>90%
C8/10
15
6 ø 8 L=81cm
etr ø 8 /20 6
C8/10
C8/10
15
10
6 ø 8 L=81cm
10
15 1 10 5
1.05
5
5 30
-0.55
8 3 ø 12 20
15
6 etr ø 8 /20
15
50 10 15 7
10 15 30
15
15 1 10 5
dop bitum
10
25 10 10
-0.60
116GQ 283
43 4 ø 12
etr ø 8 /20 7
60
60
-0.35
bitum
91
38 14 ø 8 L=111cm
-1.65
Sectiune 13 - 13 sc. 1:20
-0.05
55 2 ø 8 dop -0.45
10 25
ø8
30
1.05
20
10
14
C8/10
10
7 ø 8 L=141cm
38
8
30
15
8 3 ø 12
20
10
7ø
B
4
-0.12
30
15
hidroizolatie rigida
37 ø 8 /20
10
40
10
116GQ 283
placa suport pardoseala b.a.- 10 cm polistiren extrudat 10cm beton egalizare C8/10 - 5 cm folie polietilena 2mm strat repartitie - 10 cm umplutura compactata Ic>90%
20
39
83
10
167
20
GQ 2
7 ø 8 L=141cm
Q 28 3 6 116
5 116GQ 283 20
7 etr ø 8 /20
5 11 6G
41
40
2
6
10 3 ø 12 8
ø1
8 3 ø 12
167
40 4 ø 8 L=187cm
16
1.10
50
10
ø 8 /20 7
55 2 ø 8
38 ø 8 /20
5
-0.55
5
32
32 5
10
40 ø 8 /15
41 16 ø 12 L=186cm
10
-0.05
-0.55
3 ø 12 8
Sectiune 12 - 12 sc. 1:20
10
116GQ 283 -0.12
-0.12
116GQ 283
hidroizolatie rigida
50 10 15
40
7
50 10 15 7 -0.55
1.10
60
5
5
30
-1.65
7 ø 8 L=141cm
3.90
-0.05
8 3 ø 12 -0.05
39 7 ø 8 L=140cm 120
15
30
60
10 15 7
16 ø 12 /10 41 -0.12
7 ø 8 L=141cm
10
30
Detaliu fundatie soba, cos fum sc.1:20
-0.05
30
15
8 3 ø 12
C8/10
-1.65
10
2.65
-1.65
10
30
30
41 16 ø 12 L=186cm
20
37 16 ø 8 L=85cm
15
-0.55
167
20
35
1.00 116GQ 283 -0.05 2 ø 8 55
39 ø 8 /15
91
15
30
15
Sectiune 11 - 11 sc. 1:20
-0.55
10
10
10
5
-0.05
55 2 ø 8
116GQ 283
38 9 ø 8 L=111cm -1.65
40
C8/10
60
8 3 ø 12
etr ø 8 /20 7 20
10
=1 8L
-0.55
5
-0.05
-0.12
10
1.10
7 ø 8 L=141cm
C8/10
04c
79
8ø
m
placa suport pardoseala b.a.- 10 cm polistiren extrudat 10cm beton egalizare C8/10 - 5 cm folie polietilena 2mm strat repartitie - 10 cm umplutura compactata Ic>90%
41
-0.05
10
5
40 7
46
7
7
8
12
7
10
42 ø 8 L=131cm
10
7
15
25
-0.05
8 3 ø 12
etr ø 8 /20 7
20
45
ø8
0cm
1 L=1
20
75
10
40
22
C8/10
20
54 3 ø 12
10
1.10
15
46 8 ø 8 /20
etr ø 8 /20 7
placa suport pardoseala b.a.- 10 cm folie polietilena 2mm strat repartitie - 10 cm umplutura compactata Ic>90%
35 2 ø 12
7
116GQ 283 55 2 ø 8 -0.12
-0.55
etr ø 8 /20 42
5
-0.05
50
36 4 ø 8
50 -0.55
116GQ 283
3 ø 12 8
ø 8 /20 38
-0.12
Sectiune 10 - 10 ø 12 /10 sc. 1:20
1.10
53 2 ø 8
45 8 ø 8 /20
-1.65
37 ø 8 /20
4
5 50
-0.05
3
10 15 7
116GQ 283
35 2 ø 12
3 ø 12 54
hidroizolatie rigida
10
-0.05
2
40
1
Sectiune 9 - 9 sc. 1:20
-1.65
-1.65 75
75 125
175
50
10 15
10 40
C8/10
1.10
1.10
40 10
-1.65
10
15
10
60
60
20
30
30
15
18 ø 8 L=235cm
15
30 60
Beton: conform SR EN 206-1 Clasa de beton - C8/10 în fundații, C8/10 în egalizare - C16/20 în elevații, placi b.a.- suport pardoseala Clasa de expunere - XC2, XC4+XF1 Clasa de cloruri - Cl 0.20, Ciment: CEM II/A-LL 42.5R Ø max - 31 mm Consistența - S3 Armătura: PC52, OB37 Acoperirea cu beton: 2.5 cm în grinzi și 5 cm în fundații
Categoria de importanta a constructiei, conform HGR 766/1997:D Clasa de importanta conform P100-1/2013-IV. ag = 0.25g,Tc = 0.7 s, Clasa de expunere a constructiei : mediu uscat moderat. Clasa de expunere a fundatiilor :XC1 Prezenta plansa se va citi impreuna cu plansele R1, R2, R3, R4, R5, R6, R7, R8
-2.10
15
-0.55
33 2 ø 12
42 ø 8 L=131cm
7 ø 8 L=141cm
15
37 15 ø 8 L=85cm
15 ø 8 L=40cm 37 15 ø 8 L=85cm 15
C8/10
placa suport pardoseala b.a.- 10 cm folie polietilena 2mm strat repartitie - 10 cm umplutura compactata Ic>90%
20
10 10
10
10
87
-0.45
10
1.10
12 3 ø 12
20
10
20
10
13 3 ø 12
20
42 etr ø 8 /20
5 10
5
10 15 10
placa suport pardoseala b.a.- 10 cm polistiren extrudat 10cm beton egalizare C8/10 - 5 cm folie polietilena 2mm strat repartitie - 10 cm umplutura compactata Ic>90%
C8/10
34 4 ø 8
58 2 ø 8 etr ø 8 /20 7
18 etr ø 8 /20
-1.00
-0.05
33 2 ø 12
50
116GQ 283
-0.05
116GQ 283
-0.12
15 agr. ø 8 /25
dop bitum
12 3 ø 12
10 15
37 ø 8 /20
7
14 4 ø 8
37 ø 8 /20
95
-0.90
40
Sectiune 14 - 14 sc. 1:20
C 13 3 ø 12
-0.05
225
A
7.75
D
40
75
10
40
25
B
25
15
75
30
30 4.40
75
15 30
60
25
20 2.60
75 20
40
Beton: conform SR EN 206-1 BETON SIMPLU C8/10 X0, CEM I 32,5N, A/C = 0.65, S2 , Cl.0.1%, Dmax16 BETON ARMAT : C16/20 XC2, CEM II A-S 32,5R, A/C = 0.6, S3,Cl0.1%, Dmax16 , dozaj minim de ciment: 260kg/mc OTEL PC52, STNB Acop. min - 5cm
Detalii fundatii : sect. 9-9, 10-10, 11-11,12-12, 13-13, 14-14 R3
5
50
10 15
32
10
7 ø 8 L=141cm
10
40
10
1.10
50 10 10
30
30 2.70
5
6
10
15 30
60
43 4 ø 12
-0.35
1.10
40
-1.65
15
37 27 ø 8 L=85cm
30
-0.35
dop bitum
-0.60
10
-0.45
placa suport pardoseala b.a.- 10 cm folie polietilena 2mm strat repartitie - 10 cm umplutura compactata Ic>90%
C8/10
15
6 ø 8 L=81cm
etr ø 8 /20 6
C8/10
C8/10
15
10
6 ø 8 L=81cm
10
15 1 10 5
1.05
5
5 30
-0.55
8 3 ø 12 20
15
6 etr ø 8 /20
15
50 10 15 7
10 15 30
15
15 1 10 5
dop bitum
10
25 10 10
-0.60
116GQ 283
43 4 ø 12
etr ø 8 /20 7
60
60
-0.35
bitum
91
38 14 ø 8 L=111cm
-1.65
Sectiune 13 - 13 sc. 1:20
-0.05
55 2 ø 8 dop -0.45
10 25
ø8
30
1.05
20
10
14
C8/10
10
7 ø 8 L=141cm
38
8
30
15
8 3 ø 12
20
10
7ø
B
4
-0.12
30
15
hidroizolatie rigida
37 ø 8 /20
10
40
10
116GQ 283
placa suport pardoseala b.a.- 10 cm polistiren extrudat 10cm beton egalizare C8/10 - 5 cm folie polietilena 2mm strat repartitie - 10 cm umplutura compactata Ic>90%
20
39
83
10
167
20
GQ 2
7 ø 8 L=141cm
Q 28 3 6 116
5 116GQ 283 20
7 etr ø 8 /20
5 11 6G
41
40
2
6
10 3 ø 12 8
ø1
8 3 ø 12
167
40 4 ø 8 L=187cm
16
1.10
50
10
ø 8 /20 7
55 2 ø 8
38 ø 8 /20
5
-0.55
5
32
32 5
10
40 ø 8 /15
41 16 ø 12 L=186cm
10
-0.05
-0.55
3 ø 12 8
Sectiune 12 - 12 sc. 1:20
10
116GQ 283 -0.12
-0.12
116GQ 283
hidroizolatie rigida
50 10 15
40
7
50 10 15 7 -0.55
1.10
60
5
5
30
-1.65
7 ø 8 L=141cm
3.90
-0.05
8 3 ø 12 -0.05
39 7 ø 8 L=140cm 120
15
30
60
10 15 7
16 ø 12 /10 41 -0.12
7 ø 8 L=141cm
10
30
Detaliu fundatie soba, cos fum sc.1:20
-0.05
30
15
8 3 ø 12
C8/10
-1.65
10
2.65
-1.65
10
30
30
41 16 ø 12 L=186cm
20
37 16 ø 8 L=85cm
15
-0.55
167
20
35
1.00 116GQ 283 -0.05 2 ø 8 55
39 ø 8 /15
91
15
30
15
Sectiune 11 - 11 sc. 1:20
-0.55
10
10
10
5
-0.05
55 2 ø 8
116GQ 283
38 9 ø 8 L=111cm -1.65
40
C8/10
60
8 3 ø 12
etr ø 8 /20 7 20
10
=1 8L
-0.55
5
-0.05
-0.12
10
1.10
7 ø 8 L=141cm
C8/10
04c
79
8ø
m
placa suport pardoseala b.a.- 10 cm polistiren extrudat 10cm beton egalizare C8/10 - 5 cm folie polietilena 2mm strat repartitie - 10 cm umplutura compactata Ic>90%
41
-0.05
10
5
40 7
46
7
7
8
12
7
10
42 ø 8 L=131cm
10
7
15
25
-0.05
8 3 ø 12
etr ø 8 /20 7
20
45
ø8
0cm
1 L=1
20
75
10
40
22
C8/10
20
54 3 ø 12
10
1.10
15
46 8 ø 8 /20
etr ø 8 /20 7
placa suport pardoseala b.a.- 10 cm folie polietilena 2mm strat repartitie - 10 cm umplutura compactata Ic>90%
35 2 ø 12
7
116GQ 283 55 2 ø 8 -0.12
-0.55
etr ø 8 /20 42
5
-0.05
50
36 4 ø 8
50 -0.55
116GQ 283
3 ø 12 8
ø 8 /20 38
-0.12
Sectiune 10 - 10 ø 12 /10 sc. 1:20
1.10
53 2 ø 8
45 8 ø 8 /20
-1.65
37 ø 8 /20
4
5 50
-0.05
3
10 15 7
116GQ 283
35 2 ø 12
3 ø 12 54
hidroizolatie rigida
10
-0.05
2
40
1
Sectiune 9 - 9 sc. 1:20
-1.65
-1.65 75
75 125
175
50
10 15
10 40
C8/10
1.10
1.10
40 10
-1.65
10
15
10
60
60
20
30
30
15
18 ø 8 L=235cm
15
30 60
Beton: conform SR EN 206-1 Clasa de beton - C8/10 în fundații, C8/10 în egalizare - C16/20 în elevații, placi b.a.- suport pardoseala Clasa de expunere - XC2, XC4+XF1 Clasa de cloruri - Cl 0.20, Ciment: CEM II/A-LL 42.5R Ø max - 31 mm Consistența - S3 Armătura: PC52, OB37 Acoperirea cu beton: 2.5 cm în grinzi și 5 cm în fundații
Categoria de importanta a constructiei, conform HGR 766/1997:D Clasa de importanta conform P100-1/2013-IV. ag = 0.25g,Tc = 0.7 s, Clasa de expunere a constructiei : mediu uscat moderat. Clasa de expunere a fundatiilor :XC1 Prezenta plansa se va citi impreuna cu plansele R1, R2, R3, R4, R5, R6, R7, R8
-2.10
15
-0.55
33 2 ø 12
42 ø 8 L=131cm
7 ø 8 L=141cm
15
37 15 ø 8 L=85cm
15 ø 8 L=40cm 37 15 ø 8 L=85cm 15
C8/10
placa suport pardoseala b.a.- 10 cm folie polietilena 2mm strat repartitie - 10 cm umplutura compactata Ic>90%
20
10 10
10
10
87
-0.45
10
1.10
12 3 ø 12
20
10
20
10
13 3 ø 12
20
42 etr ø 8 /20
5 10
5
10 15 10
placa suport pardoseala b.a.- 10 cm polistiren extrudat 10cm beton egalizare C8/10 - 5 cm folie polietilena 2mm strat repartitie - 10 cm umplutura compactata Ic>90%
C8/10
34 4 ø 8
58 2 ø 8 etr ø 8 /20 7
18 etr ø 8 /20
-1.00
-0.05
33 2 ø 12
50
116GQ 283
-0.05
116GQ 283
-0.12
15 agr. ø 8 /25
dop bitum
12 3 ø 12
10 15
37 ø 8 /20
7
14 4 ø 8
37 ø 8 /20
95
-0.90
40
Sectiune 14 - 14 sc. 1:20
C 13 3 ø 12
-0.05
225
A
7.75
D
40
75
10
40
25
B
25
15
75
30
30 4.40
75
15 30
60
25
20 2.60
75 20
40
Beton: conform SR EN 206-1 BETON SIMPLU C8/10 X0, CEM I 32,5N, A/C = 0.65, S2 , Cl.0.1%, Dmax16 BETON ARMAT : C16/20 XC2, CEM II A-S 32,5R, A/C = 0.6, S3,Cl0.1%, Dmax16 , dozaj minim de ciment: 260kg/mc OTEL PC52, STNB Acop. min - 5cm
Detalii fundatii : sect. 9-9, 10-10, 11-11,12-12, 13-13, 14-14 R3
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